合浦珠母贝贝壳珍珠层EDTA可溶性基质蛋白对无定形碳酸钙稳定性的影响

通过红外光谱、扫描电镜、能谱等方法探讨了合浦珠母贝贝壳珍珠层EDTA可溶性基质蛋白(ESM)对无定形碳酸钙(ACC)晶型转化的影响。试验结果显示,合浦珠母贝贝壳珍珠层ESM在镁离子存在的条件下能够显著抑制ACC的转化,并减少最终诱导形成的方解石中的镁离子含量。同时,珍珠层ESM具有调节方解石晶体晶貌的作用。     

用层次分析法确定气象服务评价指标权重

在气象服务评价体系中,以气象服务总体评价为目标层,分层次确立一级和二级评价指标,利用2010年全国公众气象服务满意度调查中评价指标数据,应用层次分析法 (AHP) 中的9分位标度法和0.618标度法来构建判断矩阵,分析了各级评价指标的权重系数确定方法。分析发现,当评价指标少于5个时,可采用9分位标度法构建判断矩阵,以确定各评价指标的权重值;而当评价指标达到5个时,需采用0.618标度法来构建判断矩阵,计算出相应的权向量即为权重系数。将上述方法应用于2011年公众气象服务满意度调查数据中,前后两年主要评价指标对比显示,气象服务信息内容的权重在增加,而气象知识宣传普及的权重有所减小,即公众对于气象服务信息内容更为重视,同时气象部门对于公众的气象知识宣传普及工作也取得了成效。     

北京昌平十三陵钻孔地应力测量与实时监测在断层活动危险性分析中的应用探讨

本文尝试运用北京昌平十三陵钻孔98 m深度原地应力测量和实时监测数据,依据弹性力学应力张量叠加原理,计算得到不同时段地应力结果;根据断层滑动摩擦准则,探讨南口山前断裂活动性,对了解该区地震危险性有重要的意义。原地应力测量与实时监测计算结果表明:在2010年1月初和2013年3月31日,最大水平主应力平均值分别为5.30 MPa和7.56 MPa,呈增加趋势;最大水平主应力方向也由NNW逐渐过渡到NE至近EW向。断层面上剪应力与正应力的比值结果显示:在2010年1月初和2013年3月底,平均比值分别为0.12和0.22,虽均没有达到断层面临界滑动摩擦系数0.6,但其显示出的增加趋势在一定程度上反映了该地区构造活动有增强的迹象,该现象值得关注。     

天水市“7.25”群发性山洪地质灾害发育特征及成因分析

通过对天水市"7.25"群发性山洪地质灾害的现场调查,系统查明了此次地质灾害的灾情、致灾因素、灾害特征、致灾范围以及分布规律,分析了此次山洪地质灾害发育特征及成因。结果表明:本次由强降雨引发并加剧的地质灾害类型主要以黄土-泥岩及黄土滑坡为主,中小型沟谷泥石流、土质崩塌和土质不稳定斜坡次之。"7.25"山洪地质灾害具有普遍性、群发性、局地爆发性等特征,其隐蔽性强,潜在危害大,灾害链模式显著。灾害发生期间降雨具有强度大、范围广等特点,使区内山体岩土体饱和,显著降低了岩土体抗剪强度,加之与地震的叠加效应明显加剧了此次群发性山洪地质灾害。     

甘肃省泥石流发育特征、成因分析及其危害

甘肃省是我国泥石流地质灾害最为严重的4大省份之一。据统计,全省发育有泥石流沟6 260条,这些泥石流沟大部分集中在东部地区,河西地区较少。泥石流强烈发育的陇南、甘南山区,地势高差多在1 000m以上,山坡坡度≥30°。区内地质构造复杂,地震活动频繁,广泛分布黄土、泥岩、千枚岩、页岩等软弱易滑岩土体,为泥石流发育提供了必要的地形条件和岩土条件,降雨和地震及人类活动是诱发因素。长期以来,频繁发生的泥石流地质灾害已给甘肃人民的生命财产和工农业生产建设带来了严重威胁和危害,造成约3 715人死亡,直接经济损失几十亿。其中,2010年8月8日,舟曲发生的特大泥石流地质灾害震惊世界,泥石流地质灾害已严重困扰和和制约着甘肃省的国民经济发展和广大人民群众的正常生活。因此,应通过科学规划人类活动,采取必要的工程措施制约泥石流地质灾害的发生,减轻泥石流地质灾害造成的损失。     

3D modeling of earthquake cycles of the Xianshuihe fault,southwestern China

We perform 3D modeling of earthquake generation of the Xianshuihe fault, southwestern China, which is a highly active strike-slip fault with a length of about 350 km, in order to understand earthquake cycles and segmentations for a long-term forecasting and earthquake nucleation process for a short-term forecasting. Historical earthquake data over the last 300 years indicates repeated periods of seismic activity, and migration of large earthquake along the fault during active seismic periods. To develop the 3D model of earthquake cycles along the Xianshuihe fault, we use a rate- and state-dependent friction law. After analyzing the result, we find that the earthquakes occur in the reoccurrence intervals of 400–500 years. Simulation result of slip velocity distribution along the fault at the depth of 10 km during 2694 years along the Xianshuihe fault indicates that since the third earthquake cycle, the fault has been divided into 3 parts. Some earthquake ruptures terminate at the bending part of the fault line, which may means the shape of the fault line controls how earthquake ruptures. The change of slip velocity and displacement at 10 km depth is more tremendous than the change of the shallow and deep part of the fault and the largest slip velocity occurs at the depth of 10 km which is the exact depth of the seismic zone where fast rupture occurs.     

Precise and Accurate In Situ Determination of Lead Isotope Ratios in NIST,USGS, MPI‐DING and CGSG Glass Reference Materials using Femtosecond Laser Ablation MC‐ICP‐MS

Lead isotope ratio data were obtained with good precision and accuracy using a 266 nm femtosecond laser ablation (fLA) system connected to a multi‐collector ICP‐MS (MC‐ICP‐MS) and through careful control of analytical procedures. The mass fractionation coefficient induced by 266 nm femtosecond laser ablation was approximately 28% lower than that by 193 nm excimer laser ablation (eLA) with helium carrier gas. The exponential law correction method for Tl normalisation with optimum adjusted Tl ratio was utilised to obtain Pb isotopic data with good precision and accuracy. The Pb isotopic ratios of the glass reference materials NIST SRM 610, 612, 614; USGS BHVO‐2G, BCR‐2G, GSD‐1G, BIR‐1G; and MPI‐DING GOR132‐G, KL2‐G, T1‐G, StHs60/80‐G, ATHO‐G and ML3B‐G were determined using fLA‐MC‐ICP‐MS. The measured Pb isotopic ratios were in good agreement with the reference or published values within 2s measurement uncertainties. We also present the first high‐precision Pb isotopic data for GSE‐1G, GSC‐1G, GSA‐1G and CGSG‐1, CGSG‐2, CGSG‐4 and CGSG‐5 glass reference materials obtained using the femtosecond laser ablation MC‐ICP‐MS analysis technique.     

青海玉树地区活动断裂与地震

青海玉树是巴颜喀拉地块西南边界上的典型历史强震区。最新的活动断裂遥感解译与地表调查结果表明,该区新构造期间主要发育清水河断裂带、玉树断裂带、阿布多断裂带和杂多断裂带4条NW向左旋走滑活动断裂带。其中,构成玉树—鲜水河—小江断裂系尾端构造的玉树活动断裂带是该区活动性最显著的岩石圈断裂。该断裂是由当江断裂、结古—结隆断裂和巴塘断裂3条斜接的主干断层和夹杂其间的多条次级断裂所共同构成的Z型左旋剪切张扭性变形带。它在上新世以来和晚第四纪期间的左旋走滑速率为4.0~5.4mm/a,调节了该区大部分的块体挤出与旋转变形,并构成该区大震活动的主要控震构造。历史强震梳理和古地震研究揭示,玉树主干走滑断裂带自约14530a BP以来至少发生了包括2010年地震在内的共11次大地震,原地重复间隔平均在千年以上,最长达近3000a。1738年玉树西北地震之后,玉树—甘孜断裂带的主干断层表现为平均间隔为50~100a的低频、串联式分段破裂过程,并且大震活动存在从东南向西北迁移的趋势。通过对玉树断裂未来大地震危险性进行综合地质判定认为,该区至少仍存在6段未来百年内大地震危险程度不同的地震空区,潜在的大地震震级为Mw6.6~7.3,其中危险性相对较高的段落主要是当江断裂带的当江—拉则段和结古—结隆断裂带上的结隆—叶卡诺段与桑卡—相古段。     

Matrix‐rich and associated matrix‐poor sandstones: Avulsion splays in slope and basin‐floor strata

A common facies observed in deep‐water slope and especially basin‐floor rocks of the Neoproterozoic Windermere Supergroup (British Columbia, Canada) is structureless, coarse‐tail graded, medium‐grained to coarse‐grained sandstone with from 30% to >50% mud matrix content (i.e. matrix‐rich). Bed contacts are commonly sharp, flat and loaded. Matrix‐rich sandstone beds typically form laterally continuous units that are up to several metres thick and several tens to hundreds of metres wide, and commonly adjacent to units of comparatively matrix‐poor, scour‐based sandstone beds with large tabular mudstone and sandstone clasts. Matrix‐rich units are common in proximal basin‐floor (Upper Kaza Group) deposits, but occur also in more distal basin‐floor (Middle Kaza Group) and slope (Isaac Formation) deposits. Regardless of stratigraphic setting, matrix‐rich units typically are directly and abruptly overlain by architectural elements comprising matrix‐poor coarse sandstone (i.e. channels and splays). Despite a number of similarities with previously described matrix‐rich beds in the literature, for example slurry beds, linked debrites and co‐genetic turbidites, a number of important differences exist, including the stratal make‐up of individual beds (for example, the lack of a clean sandstone turbidite base) and their stratigraphic occurrence (present throughout base of slope and basin‐floor strata, but most common in proximal lobe deposits) and accordingly suggest a different mode of emplacement. The matrix‐rich, poorly sorted nature of the beds and the abundance and size of tabular clasts in laterally equivalent sandstones imply intense upstream scouring, most probably related to significant erosion by an energetic plane‐wall jet or within a submerged hydraulic jump. Rapid energy loss coupled with rapid charging of the flow with fine‐grained sediment probably changed the rheology of the flow and promoted deposition along the margins of the jet. Moreover, these distinctive matrix‐rich strata are interpreted to represent the energetic initiation of the local sedimentary system, most probably caused by a local upflow avulsion.     

降雨类型对浅层滑坡稳定性的影响

在降雨与浅层滑坡稳定性关系的研究中, 目前的研究往往忽略了降雨类型的影响.因此, 选取4种具有代表性的降雨类型: 均匀型、递增型、递减型以及峰值型为对象, 基于Rosso提出的降雨强度与地下水关系模型, 构建考虑降雨类型的浅层滑坡地下水位高度随降雨时间的变化关系, 研究不同降雨类型对浅层滑坡地下水位变化的影响.进而, 结合无限边坡理论, 建立浅层滑坡的稳定性计算模型, 研究不同降雨类型对浅层滑坡稳定性的影响.研究结果表明: 降雨类型对浅层滑坡稳定性的影响是明显的, 递增型降雨作用下的浅层滑坡安全系数最小, 其次是均匀型降雨, 再次是峰值型降雨, 最大的是递减型降雨; 同时在确定浅层滑坡临界降雨量和进行区域浅层滑坡易发性研究时降雨类型的影响不容忽视.